2'

0

®

64' MIN.

18' 12' 12' 18' 2' 4'

© ®

D ASPHALT PAVEMENT: 1-1 /4" ASPHALT BITUMINOUS CONCRETE TYPE S-III ; MINIMUM MARSHALL FIELD

STABILITY 1500, COMPACTED TO 98% DENSITY PER FM 1-T238 (METHOD B),

NUCLEAR DENSITY TEST, "BACK SCATTER METHOD".

BASE: 6" SOIL CEMENT BASE MINIMUM BEARING STRUCTURE OF 350 P.S.I. SHALL BE OBTAINED WITHIN 7 DAYS AND COMPACTED TO 98% DENSITY PER AASHTO T-99 STANDARD PROCTOR TEST; CONSTRUCTION METHODS SHALL CONFORM TO SECTION 270 OF STANDARD F.D.O.T. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION , LA TEST EDITION.

ALTERNATE: 6" LIMEROCK BASE (LBR 100) OR RECYCLED CONCRETE BASE (LBR 130) COMPACTED TO 98% DENSITY BASED ON AASHTO T-18O MODIFIED PROCTOR TEST.

© SUB-BASE:

6" SUB-BASE COMPACTED TO 98% DENSITY BASED ON AASHTO T-18O

MODIFIED PROCTOR TEST WITH MINIMUM LBR 40.

@ 4'-0" WIDE, 4" THICK, CONCRETE SIDEWALK, 3000 P.S.I.

0 THE MINIMUM ALLOWABLE PARKING LOT PAVEMENT SLOPE FOR ASPHALT SHALL BE NO LESS THAN 0.75% MEASURED FROM THE RECEIVING INLET OR FLUME TO ANY PAVEMENT. (NOTE THAT THE MINIMUM SLOPE MAY BE REDUCED TO 0.50% FOR CONCRETE PAVEMENT.)

0 CONCRETE WHEEL STOP.

@ 6" HEADER CURB WITH 1'-6" OF SODDED OVERHANG

NOTES:

1. ALL MATERIALS ARE TO BE APPROVED BY THE CITY'S DESIGNATED SITE INSPECTOR AND THE DEVELOPER'S LICENSED SOILS ENGINEER PRIOR TO

PLACEMENT.

2 . A REPRESENTATIVE OF A CERTIFIED SOIL LABORATORY SHALL BE PRESENT DURING ALL CONSTRUCTION PHASES UTILIZING A SOIL CEMENT BASE. THE

REPRESENTATIVE SHALL BE CERTIFIED BY F.D.O.T. IN THE INSTALLATION

OF SOIL CEMENT.

STANDARD CONSTRUCTION DETAIL PRIVATE PARKING LOT

9/10

FILE NAME:

M7.DWG

DETAIL REF:

M-7